Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 98
The combination of low frequency - and wave frequency - induced fatigue
present challenges , particularly at preliminary design stages . Presently there is
no consensus on the optimum method of combination of both . Height above
Seabed ...
The combination of low frequency - and wave frequency - induced fatigue
present challenges , particularly at preliminary design stages . Presently there is
no consensus on the optimum method of combination of both . Height above
Seabed ...
Page 125
Other alternative actions , and a combination of actions should also be consider ,
as the cost for inspections should be balanced against repair , pressure
reductions etc . In order to mitigate the defects it is also necessary to understand
the ...
Other alternative actions , and a combination of actions should also be consider ,
as the cost for inspections should be balanced against repair , pressure
reductions etc . In order to mitigate the defects it is also necessary to understand
the ...
Page 239
Consequently , the dynamics of the connection point is very intense , since it
results from a combination of heave and pitch excitations , besides the ship roll .
This work then aims at describing a procedure development for evaluating the ...
Consequently , the dynamics of the connection point is very intense , since it
results from a combination of heave and pitch excitations , besides the ship roll .
This work then aims at describing a procedure development for evaluating the ...
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Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
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analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle